HomeMy WebLinkAboutSht C2.0 - Civil Details - Rev 1 01-04-20 O
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PROPOSED
FINISH 6" THICK, M-4,000 PSI REINFORCED >
INLET CASTING SURFACE PORTLAND CEMENT CONCRETE. #5
D&L 1-3517 018" O.C. EACH WAY 3
24" OR APPROVED EQUAL `L
6^ -1 i l l l l=III=1 0 0 p III=III=r �
5/ SMOOTH ROD III-III O�0� II-III
2" SLOPE GUTTER PAN TO MATCH CENTERED IN OPENING =III=1 _III=
PROPOSED ASPHALT GRADES ADJUSTING RINGS 0 DO �p 12" THICK, 1" CRUSHED ROCK
TOPSOIL° AS REQUIRED �U^ BASE COURSE IN ACCORDANCE
4" 3"R 4•g^ I 1 l 1 SLOPING, BENCHING OR w
(TYP•) 4"RTYPE BUJ �(.JzJ SUPPORT SYSTEMS IN THIS � W/ MPW 2235
a 314"TO 1' SLOPE TRENCH BACKFILL 0 0 p AREA TO CONFORM TO OSHA
-111 1.5" D D REGULATIONS* = o
I hI 111 I IIIIIIIIIII I I�111 111 � �
0 0 0 OMPACTED SUBGRADE
SPILL CURB 24" ��
_ 7.5" L D D w
° 6" DETAIL o
=1 1= ° I° CONCRETE PAVEMENT AND SIDEWALK CROSSING w
w SELECT TYPE BEDDING MATERIAL PLACED Cjp >
O O O-O BLOCK OUT FOR g
0 0 0 0 0 0 0 0 0 0-0-0-0-o PIPING. SEE a AS SPECIFIED INNMPWSSPACTED
e
w
O O O 0 0 O O O O O O O O O O GRADING PLAN FOR w 4"
O O O O O O O O O O O O O O O O CRUSHED GRAVEL ACTUAL PIPE ra. o
0000000000000000000000000000000 BASE - 3" MIN. LOCATIONS a '� - TYPE PIPE BEDDING PLACED IN 6" Z
_ - MAX. LAYERS AND COMPACTED AS
SUB-BASE COURSE i"ISPECIFIED IN MPWSS
AS REQUIRED I III=III=11 II 3" ASPHALT CONCRETE
a. 18" SUMP II - 12" THICK, 1"-0" CRUSHED ROCK �ONTgN9
1-III-III-III-III-III=111�11=III=III=III=III=III=III=III=III=III=III=III=III= TRENCH WIDTH-O.D. LEVELING COURSE
JII III III-III=III III=III illl III III=I III'I-1 III III=III III-III=III=III=114. OF PIPE PLUS 2' - _ teas G.
-III ,IIL ITi� - =1i1=1u
COMPACTED SUBGRADE MIN. TRENCH WIDTH=3.5 - BA EHICOU SE 0 UNCRUSHED "eUoers ae
TYPE I PIPE BEDDING PLACED
I 8" BASE IN 6" MAX. LAYERS AND COMPACTED `
NOTES: �-6" AS SPECIFIED IN MPWSS r�i����r�IIr��l i Si Af�`�
1. CONCRETE SHALL BE CLASS M-4000. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE COMPACTED SUBGRADE
PLACED AT ALL P.C.S., P.T.S., CURB RETURNS *SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION
2. SUBGRADE OR BASE COURSE COMPACTION SHALL AND AT NOT MORE THAN 300' INTERVALS. THE PARKING LOT AND ACCESS ROADS DRAWN BY: CGB
CONFORM TO SECTION 02234 (MPWSS) EXPANSION MATERIAL SHALL EXTEND THROUGH (T�DETAIL REVIEWED BY: BILE3. CRUSHED BASE SHALL MEET THE REQUIREMENTS OF THE FULL DEPTH OF THE CURB AND GUTTER. CURB INLET ��DETAIL 4" ASPHALT CONCRETE
SECTION 02235 (MPWSS) C'2.0 PROJECT ENGINEER:CGB
�JTYPICALTRENCHDETAIL 6" THICK, 1"-0" CRUSHED ROCK
4. CONTRACTION JOINTS SHALL BE PLACED AT 10' N.T.S. LEVELING COURSE DESIGNED BY:CGB
INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND 15" THICK, 4"-0 UNCRUSHED
MINIMUM WIDTH OF 1/8". - - BASE COURSE
TOOLED JOINT (1" DEEP)
CONCRETE SIDEWALK AND II=1-iT�lilIIm"'I�'�=III Ir
(_I-)DETAIL 4" THICK P.C.C. 1/4 CURB BROOM FINISH
COMPACTED SUBGRADE
aA INTEGRAL CONCRETE CURB&GUTTER SEE SITE PLAN SIDEWALK 4" INLAND GRATE ASTM DRCLASS 0030 GRAY (PUBLIC STREET
N.T.S.
IRON, OR APPROVED EQUAL (LANTERN &S 21ST)
ENSURE POSITIVE NOTES.
3' COMPACTED CRUSHED DRAINAGE INTO DRAIN 1. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA
ROCK BASE CR SHEDACTED PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND
ROCK BASE 24" DIA. REINFORCED GEOTECHNICAL REPORT.
- __=II�'I COMPACTED SUBGRADE COMPACTED SUBGRADE CONCRETE PIPE
MANUFACTURED TO 2. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%
III II II III III NOTE; OF MARSHALL BULK DENSITY. !�1
- - - - - - - - ASTM C-76 CLASS III 1,4 H
REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT 24"
DIA 3. SUB-BASE, BASE COURSE& SUBGRADE SHALL BE COMPACTED TO
95%PER ASTM D-698.
NOTE: SIGN WORDING TO RESERVED PARKING SIGN RESERVED NOTES: TOOLED CONTROL JOINT DETAII. 4. PAVEMENT SECTION FOR UNSTABLE OR NON COMPACTABLE
44
CONFORM TO CURRENT WITH VAN ACCESSIBLE SUBGRADE - SEE GEOECTHNICAL REPORT. H-� N
CITY OF BOZEMAN STD�SIGN PARKING SIGN 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. VARIES k�
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS 7T 1� b N
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2% 8 DETAM Q
RESERVED 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. 12" SUM DRAIN PIPE. SEE b
GRADING PLAN FOR can TYPICAL PAVEMENT SECTION
4. CONTRACTION JOINTS SHALL PLACED AT 5' INTERVALS III-III-III-III' PIPe SIZE AND SLOPE NTS U
PARKING SIGN � � � 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS l�IIII�IIII��I�F
ACCESS F
/t 6 DETAIL COMPACTED
- L
I \�J AISLE / CONCRETE SIDEWALK
N.T.S. SUBGRRDE
4" WIDE STRIPE 4" PAINTED 77 DETAIL
PERMIT REQUIRED PAINTED SYMBOL aA-INCH LD.MANHOLE
$100 FINE °� (TYP)-2 COATS STRIPED DETECTABLE NTS
(2 COATS) WARNING GRATE: HOT DIPPED GALV.
SURFACE / N \ 2" X 3/8" STEEL FLAT BAR
///��� /� + ? BOTTOM SLAB AND WALLS ARE
illl\VAN-ACCESSIBLE \ ANGLE
O.C. W/AI X 2" X 1/4"HO
DETECTABLE ANGLE AND STAINLESS ANCHORS. MONOLITHIC BUILT TO ASTM C-478
SPECIFICATION ALL LIFTING EYES IN EACH
WARNING :. SECTION MUST BE USED OVERSIZED
SURFACE OPENINGS FOR PIPE - O.D. + 2"
VAN CONTRACTOR TO GROUT ANNULAR SPACE
ACCESSIBLE �I 18" 18 CENTER
O
SIGN �8 8'�88'� 5" T REINFORCEMENT
R MO ENTER EACH WAY AND®ENTERED IN
6' 4 MIN. 6' r WALL CONTRACTOR TO TRIM PIPE ENDS TO
6'-6" NOTE: �I H
NOTES: 12 ryk
/ MATCH INSIDE OF STRUCTURE �I
I--I
1.SEE SITE PLAN FOR ACTUAL
AL CONFIGURATION. 61 - h&/ WINGS AT 18" FOR RAMPS IN 2 /tV cn —
2.VAN-ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL ' LINE WITH SIDEWALK, 6' FOR ) RIM ELEV. h+i 1�
SIGN MOUNTED BELOW THE STANDARD SPACE PARKING SIGN. MIN. 5, / RAMPS IN LINE WITH WALK A
3.MAXIMUM 2%CROSS SLOPE ALLOWED IN PARKING SPACE y-/^\MIN 4WALL ~ a00
Ecc'rrI
AND ACCESS AISLE. PIPE Ra F.
PARALLEL RAMP ON TANGENT
DETAIL
PARALLEL RAMP ON TANGENT VARIES-7 /tV O N
s
cxo TYPICAL HANDICAP STALL&SIGNAGE vARIEs I ELEV. 3 — _ '� O N o NTS NO LIP
00
NO LIP _ FLOOR ELEV. W
SECTION THROUGH
4844.72 = b C~
MIN. 3" OF 1"
H RAMP CRUSHED ROCK 6" SLAB - v'
oQ
2% BASE SIDE VIEW TOP VIEW -
MIN. 3" OF 1" NOTES: P
SECTION THROUGH RAMP CRUSHED ROCK G
BASE 1.TEXTURE TO MEET LOCAL CODE DETAIL SHEET
2.ALL RAMPS AND
AMERICANS WITH DISABILIITTI ES ACT(ADA)AYS SHALL CONFORM TO THE (gyp OUTLET STRUCTURE WITH TRASH RACK
C2.0
9 DETAIL
NEXUS POINT
MV ADA ACCESSIBILITY RAMP CIVIL DETAILS
o PROJECT:18-127
S DATE:06/19/19